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al <br />LONGITUDINAL SECTION <br />SOLID PLATE ON <br />TOP OF BAFFLE <br />\-8ELECT SACKFILL <br />308 ROOFING F.T\ <br />\----- ��d -a` <br />v-PEA ROCK�°O� <br />DIAMETER <br />i <br />- <br />r...:::..:.:. <br />° PEA ROCK -"d <br />�i <br />OF PIPE <br />... _.____'.:'. ....:•••.� <br />ATER TABLE <br />EE BAFFLE DETAIL <br />1' -0' <br />N. COV <br />EL - Z. 00 N6Y0 <br />10CTOBFJi NI6H <br />_ <br />< wvalnc <br />I u <br />TO FRENCH <br />I <br />C G <br />to <br />W U J w J4 C <br />7 FRENCX DRAIN <br />VIII <br />I <br />z ~I- <br />N10- <br />2' -6• <br />¢�e <br />y <br />Imo, <br />III <br />3W <br />0 <br />In <br />m <br />MIN <br />CORRUSATED <br />PER PoorBINNDEEX No 241 <br />PLAN <br />NOTE i <br />BRICK TO GRADE <br />r U. G. FOUNDRY FRAME 9 ORATE <br />No. 416E FDA CATCH BASINS <br />BAFFLE DETAIL BY CONTRACTOR <br />MAX TWO COURSES <br />• ABA113 B B• <br />SEE NOTE 2 O. C. E. M. I MINI MUNI <br />SEE NOTE 3q,,t77EE pp ELpEB <br />ON lOPTOF BAFFLE <br />TO FRENCH DRAIN <br />BRACKET DETAIL FOR ELEVATION <br />SEE PLANS <br />NOTES FOR P.R. CATCH BASIN <br />11 SKIVER FOR FRENCH DRAIN <br />OUTLETS PER FOOT INDEX NO 241 <br />21 1 /2• GALVANIZES LAO BOLT IN LEAD SHIELD 1TVP.I <br />a1 MELD OR 2 -1 /2• TNMI BOLTS E & S. T. <br />41 GRATING SHALL BE OFFSET IF STRUCTURE IS USED <br />AS OVERFLOW. <br />61 ONE BALE f42SF•X42'I. TWO SAF�FLE816AgN6J'1A WARE <br />S' PRECAST <br />CONC. STRUCTURE 4 BARS 1 12' <br />O. C. E. W.( MIN 1") <br />POLLUTION RETARDANT CATCH BASING DETAIL <br />N. T. S. <br />DRAIN <br />B' -0• <br />FI "I- E <br />SEE NO PLANS <br />1: 1 OR <br />iD <br />WODEN PLASTIC oo���yyy--[,,, <br />FILTER FABRIC ALLAST ROCK <br />NOTE: <br />1. FRENCH DRAIN TO BE IN ACCORDANCE WITH <br />DADE COUNTY STANDARD DETAILS SO -1.1 <br />LATEST REVISION MARCH 12, 1992. <br />2, WOVEN PLASTIC FILTER FABRIC (AT EACH SIDE, <br />TOP AND BOTTOM] SHALL BE USED IN BANDY OR <br />FILLED AREAS. <br />S. MASH DOWN THE BALLAST ROCK WITH CLEAN MATER <br />AFTER ROCK HAS BEEN PLACED TO THE PROPER <br />ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT <br />MAY OCCUR. ADO ADOIT IONAL BALLAST ROCK TO RESTORE <br />ROCK TO THE PROPER ELEVATION IN ACCORDANCE WITH <br />THE DETAILS. <br />4. FOR PERFORATED CRP PIPE JOINT ARE TO BE BANDED, <br />BUT NOT GASKETED. <br />S. FDA BAFFLE DETAILS SEE THIS SHEET <br />NBW PERFORATED 1S' HE <br />ESM NOTE221 w04 <br />FILTER FABRIC <br />-BOTTOM EL - 1-] B. DO NGVO <br />- FILTER-'X' OR APPROVED EQUAL. / <br />ALTERNATE CROSS- SECTION DETAIL <br />FOR SANDY SOIL CONDITION <br />N. T. S. <br />( N ) NOTE: <br />SAND BED TO BE USED ONLY ON FRENCH <br />DRAIN FOR THE GARAGE AND PLANTERS <br />`SELECT BACKFILL-� <br />9lM 10111141 FELT <br />\-8ELECT SACKFILL <br />308 ROOFING F.T\ <br />\----- ��d -a` <br />v-PEA ROCK�°O� <br />_ b <br />ELEV- 5.00 <br />i <br />- <br />r...:::..:.:. <br />° PEA ROCK -"d <br />�i <br />F.:. •:.':.':.:.b. SS_•....:...':'.'.'.I <br />... _.____'.:'. ....:•••.� <br />ATER TABLE <br />N <br />LL O <br />w a � In <br />o O v <br />1' -0' <br />N. COV <br />EL - Z. 00 N6Y0 <br />10CTOBFJi NI6H <br />_ <br />< wvalnc <br />I u <br />CI U <br />LL J p LL o <br />mw <br />C G <br />to <br />W U J w J4 C <br />1: 1 OR <br />iD <br />WODEN PLASTIC oo���yyy--[,,, <br />FILTER FABRIC ALLAST ROCK <br />NOTE: <br />1. FRENCH DRAIN TO BE IN ACCORDANCE WITH <br />DADE COUNTY STANDARD DETAILS SO -1.1 <br />LATEST REVISION MARCH 12, 1992. <br />2, WOVEN PLASTIC FILTER FABRIC (AT EACH SIDE, <br />TOP AND BOTTOM] SHALL BE USED IN BANDY OR <br />FILLED AREAS. <br />S. MASH DOWN THE BALLAST ROCK WITH CLEAN MATER <br />AFTER ROCK HAS BEEN PLACED TO THE PROPER <br />ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT <br />MAY OCCUR. ADO ADOIT IONAL BALLAST ROCK TO RESTORE <br />ROCK TO THE PROPER ELEVATION IN ACCORDANCE WITH <br />THE DETAILS. <br />4. FOR PERFORATED CRP PIPE JOINT ARE TO BE BANDED, <br />BUT NOT GASKETED. <br />S. FDA BAFFLE DETAILS SEE THIS SHEET <br />NBW PERFORATED 1S' HE <br />ESM NOTE221 w04 <br />FILTER FABRIC <br />-BOTTOM EL - 1-] B. DO NGVO <br />- FILTER-'X' OR APPROVED EQUAL. / <br />ALTERNATE CROSS- SECTION DETAIL <br />FOR SANDY SOIL CONDITION <br />N. T. S. <br />( N ) NOTE: <br />SAND BED TO BE USED ONLY ON FRENCH <br />DRAIN FOR THE GARAGE AND PLANTERS <br />`SELECT BACKFILL-� <br />9lM 10111141 FELT <br />NEIA EL- 5.00 <br />I:1 0K PER <br />\----- ��d -a` <br />v-PEA ROCK�°O� <br />N a rn <br />C <br />r...:::..:.:. <br />R. VARGAS <br />- <br />10-1. A z I. <br />LUM WSTEEHE9s"11. <br />F.:. •:.':.':.:.b. SS_•....:...':'.'.'.I <br />... _.____'.:'. ....:•••.� <br />(OVER PIPE END] <br />t T;' <br />FILTER FABRIC <br />BALLAST ROC- -_ <br />TRANSVERSE SECTION DETAIL <br />N. T. S. <br />DRAINAGE NOTES: <br />I. Thee. plane have been prepared With the beet information available <br />to the Engineer. Contractor moat erl /y all exl6tinp <br />ndMground utliltles Drl dr to bayylnnlnyy Of oonstrV�tton. It any <br />OlstrapahCleB a encountered to th. extMt th6I a field I I <br />2. %elOn• la reOUlriO. End l nNr must be notified I ... Olately. <br />Ia the rseDaM iblllty of the ContNCtor to protect ail xlatlnyu <br />I.prOVa.ente durinp construction. If any da.ep. occurs as a eeUlt <br />o} the oonstroCtlan detlri ties, Contractor snail Is.t.ro much <br />I.proYe.:It, to IdontlCel Iins gra0a. HthH lCal mn0 atructVral <br />conditions as they Mere prior to baglnninp of construction. <br />3. At flevatlons refer to National Geodetic Vertical Datw 1W. G. V. 0. 1. <br />A. Dade CCYnty Flood Criteria for this project Is 5.001 ILG.V.D.] <br />5. Oct ,o sr High Water Elevation Is 2. 00 IN. &V. 0. 1. <br />5. Ains. l proposed elarat10he are to edge of pavement or driveway center <br />Ii <br />7. <br />Ain':- l rench Orals DerfoNted y1 shell bs 16' dlsNtsr and shall Alas ve a <br />. Invert eleratlon oI 2.50E W.G. V. D. 1. [Ur. lass otherwise <br />S. French Drain bottom at oration shall be 1-1 8.00 1R B. V. 0. 1. <br />9. The following Items !hell 06 codatrl I'd In ecCOrdanc. With <br />tna rahrMCea as the fro. the Dade County Public Works <br />Manual: <br />a. French Dral n ....................... & D. /.1 <br />b. Cat en Ba.1. ......... ...... .. ....... S. O. E.B <br />e. Catch Basin Frame and Grate........& 0.2.3 <br />d. 2' Veilsy gutter. .................. pp,,IL 5 <br />Inlet .................. .. 80 3.4 <br />r. Swale Inlet ........................90 & / <br />10, Contractor must observe mktra.s care to ? -sent debrt s, slit• <br />and fln11 trot enteringc Frenen Grain. Inlet Grates shall <br />re.aM CoYeNO "Mtn (lilac- fabric dVr l np constructlon Until <br />the .gets. Is ready to ter In operation. <br />If. Contractor to Verify soil conditions at sits. I( muck Is <br />MnIn .lend. contractor shall demuCk area and (111 to grade <br />In ■InI N. 98% density. <br />12. All areas not Dared oust be aoadad. <br />13. All work to be done In aocxdonoe with Nia.l -Dade Countyy and City <br />of Sunny 18188 PVbllc Ibrka Standard D.te116 and Spscif l cations. <br />14. All t11111aphic and survey Inforeatlon Is base. on Sketches of Survey <br />pr.pered by Fort ln, Leary, Skylea. Lend BUrvsyora, <br />IS. Pipe rayufr..Ito: <br />Frsnen drain DIDas obeli be A09 Corrugated Polyathylen. 1Parforetadl. <br />All other pipes ahsil be as N-1a POlyathy,... Non- Perforetad. (or <br />aporo..If eauell. <br />16. Ig"11 Ctor sMII Drorlds a Paving end Oraianyye •AS -BUILT PLANT <br />'evil flee by a Profs melon el Paving gland Land BurY1yM In the State <br />of Florida refloating all the feature" of the Starmwater By <br />and should include, 6xlat,11 P'v"Nt and eNdle arse yy atlas, Catch basin <br />rim and Inyyvert el Bratloea, irenen drain length end Dotto. elevallOn, eta. <br />17, e. �1NaCOMPANYC1 W131 be Z71R"4B orr apProvstlredual�acn am Pat ZUpN- FLO -TNRU <br />b. I .... drat.. shall be capable of conveying a .l "Imu. flow of 1,709 op. <br />At the last down .trod. ssetlo.. <br />C. Contractor shall 40.1t .hop draxlnyy9 and dooU.entatlon for review and <br />approve pp Icr to ortlsr lny. and !hall strictly follow tns 0 ufactura'e <br />So. clf icatlOns and Installation Inatruct,.n.. <br />I. Contractor to [,.tell Cf.ec E Grates Type Z- 902 -HDP, beat proof, capable <br />Of eupporting H -20 loading. <br />1& Contractor to 1Ub.lt .hop drawings for Sidewalk Inlets and piping Connection <br />to EngI near before prior to ordering. <br />IS. Contraotdl shall provide n Erosion Control Fence around the entire PMI..t. <br />I f tM Drol act ae Dar FDOT Stantld Index N0. f02. Eros Ion control fence <br />snail be Op eratlonal during the entire period of construction. <br />20. On -Site Stare Drainage Wall e Coyle <br />tl be Vs.O a .9MB of dlaypeel of <br />eMaterinp tlurinp onetrUCtion. Contractor is roeoonslb is Icr pHpar lnp <br />Oewaterinp Plans ana obtaining all -9 t4hkry pM.p b. ContraC tar shell <br />b. NeDOnelbl• for Oroviding settling tanks and /or any other .etho0 to <br />Insure tnet the Water to b. dischaerged Into the well.. :eta the Water <br />aoni�ii!ta� sniiT Tsai °'sa e,..11 i altelrCopletion of doxaTlrin oparatlons <br />oe °res onelEloU %ordre'vel opin9ttneaxsllstaoalprav tlingn(n7a aetl Onion <br />tns well Olecnar, pee ;d, <br />tM Englnser. <br />STORM DRAINAGE DETAILS <br />¢ <br />co 00 <br />LLJ _j LL <br />_J m <br />U) C v v <br />LLI LLJ <br />mm <br />} Z U) 1r. <br />^Z� 0 � U) <br />-J <br />Z ' } <br />0 Z Z <br />U » <br />0 U) <br />0 O LL <br />00 <br />L0 <br />LO <br />} <br />U <br />Ino pate Irevision /Issue I <br />designed L. SERRATE <br />2 <br />O � <br />rn <br />N a rn <br />C <br />0 m <br />R. VARGAS <br />6 <br />2 faO 0 <br />14020 -01 <br />6 W Q O <br />d1 <br />N <br />N <br />LL O <br />w a � In <br />o O v <br />C <br />Z <br />F j < _� <br />_ <br />< wvalnc <br />I u <br />CI U <br />LL J p LL o <br />mw <br />C G <br />to <br />W U J w J4 C <br />LL <br />VIII <br />I <br />z ~I- <br />N10- <br />¢�e <br />y <br />Imo, <br />III <br />3W <br />0 <br />In <br />m <br />¢ <br />co 00 <br />LLJ _j LL <br />_J m <br />U) C v v <br />LLI LLJ <br />mm <br />} Z U) 1r. <br />^Z� 0 � U) <br />-J <br />Z ' } <br />0 Z Z <br />U » <br />0 U) <br />0 O LL <br />00 <br />L0 <br />LO <br />} <br />U <br />Ino pate Irevision /Issue I <br />designed L. SERRATE <br />drawn <br />N. SERRATE <br />checked <br />L. SERRATE <br />approved <br />R. VARGAS <br />prof no <br />14020 -01 <br />Scale <br />AS SHOWN <br />date <br />AUG 28, 2014 <br />cad ref <br />14020 -15 <br />RODOLFO J. VARGAS <br />PE a 35648 <br />drawing <br />C -5 <br />